package com.guigu.gcservice.entity;

import lombok.Data;

@Data
public class ql {

    //基本参数
    //q荷载
    private Double Q;

    //简支梁长L(m)
    private Double L;


    //简支梁间距/受荷面宽B(m)
    private Double B;

    //恒载标准值Gk(kN/m2)
    private Double GK;

    //活载标准值Qk(kN/m2)
    private Double QK;

    //恒载分项系数γG
    private Double R1;

    //活载分项系数γQ
    private Double R2;

    //挠度控制
    private String nao;

    //材质
    private String GC;

    //X轴塑性发展系数γx
    private Double RS;



    //梁截面类型
    //截面类型
    private String GZ;

    //截面型号
    private String XH;

    //截面面积A(cm2)
    private Double A;

    //截面惯性矩Ix(cm4)
    private Double I;

    //截面抵抗矩Wx(cm3)
    private Double WX;

    //自重标准值gk(kN/m)
    private Double g;

    //抗弯强度设计值[f](N/mm2)
    private Double F;

    //抗剪强度设计值τ(N/mm2)
    private Double t;

    //弹性模量E(N/mm2)
    private Double E;



    //承载能力极限荷载
    private Double Q1;

    //正常使用极限状态
    private Double Q2;

    //抗弯验算
    private Double M;

    private Double M1;

    ////挠度验算
    private Double V;

}
